From: on behalf of Panel Registry Subject: FW: TNG registration of ...
From: on behalf of Panel Registry Subject: FW: TNG registration of ...
From: on behalf of Panel Registry Subject: FW: TNG registration of ...
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
4<br />
• Remain stable and capable <strong>of</strong> c<strong>on</strong>veying peak flows, during<br />
its indefinitely l<strong>on</strong>g life, and<br />
• Provide water <strong>of</strong> appropriate thermal character for trout.<br />
The documents prepared do not, in my opini<strong>on</strong>, provide<br />
adequate explanati<strong>on</strong> <strong>of</strong> the design that will allow the channel to<br />
collect ground water while preventing entrained water from leaving<br />
it. The project documents indicate that the channel may be lined in<br />
some secti<strong>on</strong>s to make it impervious. If this is the case, how might<br />
sub-surface water enter such a structure?<br />
The channel is proposed to be <strong>on</strong>e meter across the bottom<br />
with sloping sides 1:1.5, with a cross-secti<strong>on</strong>al area <strong>of</strong> about 2.6<br />
square meters. It is stated that it will withstand 1:100 year floods.<br />
However, adequate informati<strong>on</strong> <strong>on</strong> flood return times is not given in<br />
the Fisheries Compensati<strong>on</strong> Plan. The plan indicates that the average<br />
flow, during May, through the HC at the 4, 5, 6, and 7 km locati<strong>on</strong>s,<br />
will be 0.330, 0.413, 0.459, and 0.578 cubic meters per sec<strong>on</strong>d<br />
respectively. These data are not accompanied by informati<strong>on</strong> <strong>on</strong><br />
flow extremes. What are the potential flow levels and water<br />
velocities in, for example, 10, 50, 100, and year return period<br />
events? In my opini<strong>on</strong> there is risk and uncertainty in this part <strong>of</strong> the<br />
plan.<br />
The informati<strong>on</strong> <strong>on</strong> the thermal characteristics <strong>of</strong> water flowing<br />
north to south through the HC, and thus exposed to radiant energy<br />
at the peak <strong>of</strong> day, is inadequate. The length is 10.8 km., flow<br />
volumes are relatively low in the north end <strong>of</strong> the channel, and the<br />
banks are open al<strong>on</strong>g its length. Notwithstanding the fact that main<br />
flows occur in May, there is potential for water warming al<strong>on</strong>g the<br />
channel. Water temperature questi<strong>on</strong>s in regard to the HC are<br />
important, because warming effects in the channel will be additive<br />
to those in the HCRP.<br />
The Headwater Channel Retenti<strong>on</strong> P<strong>on</strong>d<br />
The 26.1 ha HCRP is intended to store water, which will<br />
be released into the spawning and rearing channel during the spring<br />
and summer incubati<strong>on</strong> and early rearing period. The maximum<br />
depth <strong>of</strong> the p<strong>on</strong>d is to be 5 m. The morphometric data for the